Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 127
TIME DOMAIN SOLUTIONS FOR THE MOTION OF DIRECTIONAL WAVE BUOYS H. T. Wang and J. W. Leonard Ocean Engineering Program Oregon State University Corvallis , Oregon Slope ( deg ) Elevation ( m ) 3.00 0.00. 1992 OMAE - Volume I - A , Offshore ...
TIME DOMAIN SOLUTIONS FOR THE MOTION OF DIRECTIONAL WAVE BUOYS H. T. Wang and J. W. Leonard Ocean Engineering Program Oregon State University Corvallis , Oregon Slope ( deg ) Elevation ( m ) 3.00 0.00. 1992 OMAE - Volume I - A , Offshore ...
Page 182
... domain using a numerical integration technique . The technique adopted was Adam's variable order variable step differential solver algorithm as described in ... domain simulations were also correlated with frequency domain calculations . 182.
... domain using a numerical integration technique . The technique adopted was Adam's variable order variable step differential solver algorithm as described in ... domain simulations were also correlated with frequency domain calculations . 182.
Page 231
... domain simulation methods are often used for dynamic analysis of drag - dominated offshore platforms like jack - ups , deep water jackets and compliant towers . This may be either for direct estimation of extreme dynamic response or for ...
... domain simulation methods are often used for dynamic analysis of drag - dominated offshore platforms like jack - ups , deep water jackets and compliant towers . This may be either for direct estimation of extreme dynamic response or for ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period